Investigation of Influence of Section Pre-crack on Shear Strength and Shear Resistance Mechanism of RC Beams by Experiment and 3-D RBSM Analysis
In order to investigate the influence of crack through section, which is often generated under cyclic loading, on the shear behavior and strength of RC beam, an experimental method was attempted to introduce a 0.5 mm and 1.0 mm-wide pre-crack, respectively, in beam cross section. The two pre-cracked...
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Published in | Journal of Advanced Concrete Technology Vol. 15; no. 11; pp. 700 - 712 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Tokyo
Japan Concrete Institute
25.11.2017
Japan Science and Technology Agency |
Subjects | |
Online Access | Get full text |
ISSN | 1346-8014 1347-3913 |
DOI | 10.3151/jact.15.700 |
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